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Home My WebLink AboutCOM0072 Storage - COM Permit / Conditions - 1/31/1989 shorelines: Al Plumbing: setback: Mechanics : special Interior: ;onditions: FINAL: 5 gy -' Mobile Home: Smoke Detector: Remarks:.►/ j�Q�D,�3j ZEE looting: a,t' 2 ZF setback: 'ound at ion falls: 'raming: 'ire pl ace: food Stove: TYPE GARAGE/STORAGE 'ermit No. 0072 • No. Floors Sq Ftg )weer CASTEEL, Donald R Te1275-4957 Date 1-31 -89 ►ddress P 0 Box 1463 Belfair zip :ontractor G & M Const ►ddress 8158 SE Fragaria Rd Walla Zip .egal Description Tr 15 SW.SE )irection to project site NE 23481 NWV 3 Between Bel fai r Auto Parts & Rosebud Gift Short 'lumbing Mechanical Sewer Wood Stove Fireplace Deck Garage 2400 Carport casement Loft Other Storage 1260 - r BUILDING PERMIT APPLICATION 1 01 MASON COUNTY DEPARTMENT of GENERAL SERVICES 9h P.O. BOX 186 SHELTON, WASHINGTON 98584 Sc t 426-5593 DATE ISSUED .7l PERMIT NO. n 7 2 OWNER NAME MAILADDRESS CITY&STATE ZIP PHONE d k, Ca s .e .C'. o,( 1 y6'1 yq S 7 DIRECTIONS n TO JOB SITE 214gI - Cke el -r A--It t ,-0({L t( 6frf� st,.p ) PARCEL i 2.3 3 2 S0001100 t{ LEGAL] DESCR Se /i '( Q�( NAME MAIL ADDRESS CITY&STATE 111,9374 LICENSE NO. ZIP PHONE CONTRACTOR �ITt 0+ a ut, cm'_0NC0'Z q $SI-626 7 USE OF BUILDING 2 ct ;r c-0,r- A L CLASS OF NEW �� ADDITION ALTERATION REPAIR MOVE REMOVE WORK ✓ �'+ r DESCRIBE WORK I ( f> 11 r L� S e 4 t BEDROOMS DECKS CARPORT NOTICE SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR BATHROOMS _ TOTAL SO.FT. GARAGE CONDITIONING. NO.OF STORIES BASEMENT ATTACHED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR TOTAL SQ.FT. FIREPLACE DETACHED ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PERMANENT SHORELINE SEASONAL OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF REGISTRATION LAW RCW 18,27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE REQUIREMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN IN CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING OBTAINING APPROVAL FROM THE BUILDING DEPARTMENT. APPROVAL FROM THE BUILDING DEPARTMENT. X OWNER DATE X BY �• DATE FOR OFFICE USE ONLY DEPARTMENT APPROVED DEPARTMENT APPROVED BUILDING VALUATION �7 YES NO YES NO HEALTH PUBLIC WORKS FEE PLANNING FIRE BUILDING PERMIT /r:7. D.O.T. BUILDING PLAN CHECK 2 3 IL SPECIAL CONDITIONS BUILDING GROUP f3Z PRE-INSPECTION SHORELINE WOODSTOVE PLUMBING 1,7 MECHANICAL STATE BUILDING FEE STATE SURCHARGE APPLICATION ACCEPTED BY PLANS C��ppCK BY APPROVED FOR ISSUANCE PERMIT VALIDATION /.1[lly✓t� BY � CASH CK MO TOTAL PLUMBING & MECHANICAL PERMIT APPLICATION MASON COUNTY DEPARTMENT of GENERAL SERVICES P.O. BOX 186 SHELTON, WASHINGTON 98584 427-9670 DATE ISSUED PERMIT NO. OWNER bM0E MAIL ADDRESS CITY&STATE ZIP PHONE eo c� 5756 'z?s-y DIRECTIONS TO JOB SITE S`I' " dF -(7 LEGAL DESCR. _ CONTRACTOR N CITY&STATE LICENSE NO. ZIP PHONE USE OF t BUILDING a\ 4J`u �'� S act PLUMBING FIXTURES MECHANICAL FIXTURES NO. 2.00 PER FIXTURE OR TRAP FEE NO. TYPE OF FIXTURE FEE WATER CLOSETS q.L+ L7 FORCED-AIR/GRAVITY TYPE FURNACE 6.00 BASINS v U FLOOR/SUSPENDED FURNACE 6.- BATH TUBS BOILER/COMPRESSOR 6.00 SHOWERS �. d REPAIR/ALTERATION 6.00 WATER HEATERS u G REFRIGERATION COMPRESSOR SYSTEM 6.00 AUTO.WASHER AIR HANDLING UNITS 7.50 SINKS HEAT-PUMPS 6.00 FLOOR DRAINS EACH GAS PIPING SYS.2.00 PER OUTLET DRINKING FOUNTAINS VENT.FAN SYS.3.00 PER UNIT LAUNDRYTRAYS `c C' WOOD STOVES 5.00 CONNECT TO CITY SEWER WOOD FURNACE 5.00 DISHWASHER wa4 Gas -;- f _ DISPOSAL URINALS PERMIT BASIC FEE 3.00 PERMIT BASIC FEE 10.00 TOTAL e TOTAL / . c�y p SPECIAL CONDITIONS: NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. OWNERS AFFIDAVIT: I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF CONTRACTORS AFFIDAVIT: I CERTIFY THAT I AM A CURRENTLY REGISTERED THE CONTRACT OR REGISTRATION LAW RCW 18.27, AND AM AWARE OF THE MASON CONTRACTOR IN THE STATE OF WASHINGTON AND I AM AWARE OF THE ORDINANCE COUNTY ORDINANCE REQUIREMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL REQUIREMENTS REGULATING THE WORK FOR WHICH THIS PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WORK DONE WILL BE IN CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING APPROVALFROM THIiBUILDING DEPARTMENT. WITHOUff 17APTOBTAININGAPPROVALFROMT EBUILDINGDEPPARTMENT. X OWNER DATE 10- 2D X BY DATE FOR OFFICE USE ONLY APPLICATION ACCEPTED BY PLANS CHECK BY BUILDING GROUP APPROVED FOR ISSUANCE PERMIT VALIDATION BY CASH CK MO PLOT PLAN ADDRESS IV w . PERMIT NO. 0 o = s R s LEGAL DESCRIPTION LOT / d BLK ADDITION J SITE AREA 000 Sq. Ft. AREA OF SITE OCCUPIED BY BUILDINGS ;2 yot) Sq. Ft. 5 INSTRUCTIONS TO APPLICANT THIS FORM NEED NOT BE USED WHEN PLOT PLANS DRAWN TO SCALE OF NOT LESS THAN 1"-20' ARE FILED WITH PERMIT APPLICATION. (EACH BUILDING SITE MUST HAVE A SEPARATE PLOT PLAN.) FOR NEW BUILDINGS PROVIDE THE FOLLOWING INFORMATION IN THE SPACE BELOW: LOCATION OF PROPOSED CONSTRUCTION AND EXISTING IMPROVEMENTS.SHOW BUILDING,SITE,AND SETBACK DIMEN- SIONS. SHOW EASEMENTS, FINISH CONTOURS OR DRAINAGE, FIRST FLOOR ELEVATION, STREET ELEVA- TION AND SEWER SERVICE ELEVATION. SHOW LOCATION OF WATER, SEWER, GAS AND ELECTRICAL SERVICE LINES.SHOW LOCATION OF SURVEY PINS.SPECIFY THE USE OF EACH BUILDING AND MAJOR POR- TION THEREOF. -'-a INDICATE NORTH IN CIRCLE I GRAPH SQUARES ARE 5' X 5' OR 1"=20' �N 4c— �t f✓ ------s! C � rz' i `fo I/We certify that the proposed construction will conform to the dimensions a set shgwn a and that no changes will be made without first obtaining approval. NAME(s) OF OWNER(t) OF 31TE 6 tTRUCTUREW (PRINT) IGNATUR OF OWNER(3) OR TNORIZED REP E3ENTATIVE DO NOT WRITE BELOW THIS LINE APPROVED DISTRICT AS NOTED DATE MASON COUNTY DEPARTMENT of GENERAL SERVICES Courthouse Annex 2 N. Fourth & W. Cedar P.O. Box 186 Shelton, Washington 98584 (206) 426-5593 building environmental health maintenance parks&recreation planning sewer&water Donald Casteel P. 0. Box 1463 Belfair, Wash. 98528 Re: Building Permit for Garage Dear Mr. Casteel : Some time ago you made application through this office to obtain a building permit. Please be advised the permit is ready to be issued and can be called for at this time. If you are unable to call in person, a check in the amount of $ 740.50 can be sent to us and we will return your permit by mail. This permit becomes null and void if not called for within 180 days of the date of application. We hope to hear from you soon. Sincerely, Evelyn Fuller Receptionist MASON COUNTY DEPARTMENT of GENERAL SERVICES P1tA Courthouse Annex I N. Fourth & W. Cedar P.O. Box 186 Shelton, Washington 98584 (206) 426-5593 building environmental health maintenance parks&recreation planning sewer&water DATE 1.2- g- ?g ivaL '- J District Location Engineer P.O. Box 9327 Olympia, WA 98504 /� RE: �p n�lol �-'s 4ee' /— �nnvm.a-�'d cw Gentlemen: The enclosed commercial project is found to border onto a State of Washington Road or Right-of-Way and is herewith submitted for your review and comment on access and/or drainage. LOCATI0N: tVEa3y81 5-6;6 Y-lwy3) )3-'✓ NUMBER OF LOTS: ACCESS: 4e-)y3 DRAINAGE: ADDITIONAL INFORMATION: Please send a copy�of yqqur comments to the applicant hips/her name and address is: 1�dfia/cl L'as��e/ - -_ GvA• g'Fs�o?� ,_---� Yo --c nts an /or recodaendations are requested by ease send the response to: --------------------------- DEPT OF GENERAL SERVICES RESPONSE PLANKING DEPARTMENT P.O. BOX 186 No Objections SHELTON, WA 98584 Comments Attached Very truly yours, ignature ,Planner DEPT OF GENERAL SERVICES --------------------------- PMC/jw Encl - P.O. fir-, t ROGER D. � t LOVITT ASSOCIATES '`'jc! "`" ' 9��58; 41A S Rai!rvaj- - LAND SURVEYORS # FOREST ROAD ENGINEERS # PLANNERS Suite 2-Got ry f.uildtnr Q - (256)426-5622 LEGAL DESCRIPTION: TOTAL TRACT The South 100 feet cf that part of the Southwest quarter of the Southeast quarter of Section 29 , Township 23 North, Range 1 West, W.M. , in Mason County, Washington, lying [• esterly of Primary State Highway No, 21. That part of Tract 2 of Sam B. Theler Home and Garden Tracts, as per plat thereof recorded in Volume 4 of Plats, Page 20, records of Mason County, Washington described as follows: BEGINNING at the Northwest corner of. said Tract 2 ; running thence N 88*031 E along the North line of said Tract, 671 feet, to the Northwesterly line of Primary State Highway No . 21• thence S 221401W along said Northwesterly line of highway, 37 feet; thence N 89001' W 656 . 37 feet to the POINT OF BEGIN- NING. TOGETHER WITH a perpetual nonexclusive easement 15 feet in width for ingress, egress and utilities, over and across the above described Tract 1 . x G.rl D. �o ✓` O ,ref hA i Member: Washington Council of Civil Engineers and Land Surveyors American Congress of Surveying& dapping Land Surveyors Agenrintinn n►W—Ii;notnn PREPARED BY: FOSTER AND WILLIAMS ASSOCIATES, P.S. , ARCHITECTS ANALYST: G. Foster PROJECT: Casteel Repair Garage PROJECT NO. : 8842 DATE: 11/29/88 INTENT: Washington State Energy Code Conformance. SYSTEMS INCLUDED IN THIS PROJECT FLOOR 1 (1260 S.F. ) CONCRETE SLAB FLOOR 2 (0 S.F. ) FLOOR 3 (0 S.F. ) ROOF 1 (1260 S.F. ) 2x12 C.J. ,R-19 INS. ,5/8 G.W.B. ROOF 2 (0 S.F. ) ROOF 3 (0 S.F. ) WALL 1 (1224 S.F. ) 2x6 STUDS,R-19 INS. ,MTL.SID. , 1/2 G.W.B. WALL 2 (0 S.F. ) WALL 3 (0 S.F. ) SKYLIGHT 1: (0 S.F. ) SKYLIGHT 2: (0 S.F. ) SKYLIGHT 3: (0 S.F. ) WINDOW 1: (24 S.F. ) U VALUE= 0.6 WINDOW 2: (0 S.F. ) WINDOW 3: (0 S.F. ) HEAT TYPE: OTHER THAN ELECTRIC RESISTANCE HEATING ZONE: 1 BUILDING TYPE: COMMERCIAL OUTSIDE WINTER DESIGN TEMPERATURE: 23 WINDOWS = 1 .9% OF GROSS FLOOR AREA THIS BUILDING CONFORMS TO CHAPTER 4 OF THE WASHINGTON STATE ENERGY CODE. Uo CALCULATIONS FOR FLOORS Casteel Repair Garage ---------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- FLOOR 1 SYSTEM R VALUES R VALUES FLOOR 1 AREA AREA U Ux HEATING 41 * FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO -------------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS FLR. 1260 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 OTHER 0 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 OTHER 0 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER 0 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER 0 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE FLR. 1260 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING 126 0. 10 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY 1134 0.90 0.00 0.000 9 OTHER a) 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 * CONCRETE FLOOR EXEMPT FROM CALCULATIONS FLOOR 2 SYSTEM R VALUES R VALUES FLOOR 2 AREA AREA U Ux HEATING 0 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS FLR. 0 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 OTHER 0 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 OTHER 0 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER 0 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER 0 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE FLR. 0 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING 0 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY 0 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 ---------------------------------------- -- 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 FLOOR 3 SYSTEM R VALUES R VALUES FLOOR 3 AREA AREA U Ux HEATING 0 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ------------------------------------------ ------------------------------------------- 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS FLR. 0 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 OTHER 0 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 OTHER 0 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER 0 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER 0 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE FLR. 0 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING 0 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY 0 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 -------------------------------------------- 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 Uo CALCULATIONS FOR ROOF Casteel Repair Garage ----------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------- ROOF 1 SYSTEM R VALUES R VALUES ROOF 1 AREA AREA U Ux HEATING 20 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ------------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.61 0.61 13 GROSS ROOF 1260 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 SKYLIGHT 1 0 0.00 0.60 0.000 3 OUTER SHEATHING 0.00 0.00 15 SKYLIGHT 2 0 0.00 0.60 0.000 4 FRAMING 14.06 XXXXX 16 SCUPPER 0 0.00 0.60 0.000 5 CAVITY a) INSULATION XXXX 19.00 17 OTHER 0 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE ROOF 1260 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.56 0.56 19 FRAMING 126 0. 10 0.06 0.006 8 AIR FILM INSIDE 0.61 0.61 20 CAVITY 1134 0.90 0.05 0.043 9 OTHER a) 0.00 0.00 --------------------------------------- -- 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.050 11 Rt=TOTAL LINES 1-10 15.94 20.78 12 U=1/R TOTAL 0.063 0.040 ----------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------- ROOF 2 SYSTEM R VALUES R VALUES ROOF 2 AREA AREA U Ux HEATING 0 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ---------------------------------------- ------------------------------------------- 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS ROOF 0 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 SKYLIGHT* 0 0.00 0.00 0.00 3 OUTER SHEATHING 0.00 0.00 15 SCUPPER* 0 0.00 0.00 0.00 4 FRAMING 0.00 XXXXX 16 OTHER 0 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER 0 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE ROOF 0 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING 0 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY 0 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 --------------------------------------- -- 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 *INCLUDED IN ROOF 1. ----------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------- ROOF 3 SYSTEM R VALUES R VALUES ROOF 3 AREA AREA U Ux HEATING 0 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ------------------------------------------- 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS ROOF 0 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 SKYLIGHT* 0 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 SCUPPER* 0 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER 0 0.00 0.00 0.000 S CAVITY a) INSULATION XXXX 0.00 17 OTHER 0 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE ROOF 0 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING 0 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY 0 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 ------------------------------------------- 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 *INCLUDED IN ROOF 1. ----------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------- Uo CALCULATIONS FOR WALLS Casteel Repair Garage ----------------------------------------------------------------------------------------- WALL 1 SYSTEM R VALUES R VALUES WALL 1 AREA AREA U Ux HEATING 22 FRAMING CAVITY BATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0. 17 0. 17 13 GROSS WALL 1224 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 WINDOW 1 24 0.02 0.60 0.012 3 OUTER SHEATHING 0.00 0.00 15 WINDOW 2 0 0.00 0.60 0.000 4 FRAMING 6.88 XXXXX 16 WINDOW 3 0 0.00 0.60 0.000 5 CAVITY a) INSULATIDN XXXX 19.00 17 DOOR 1 40 0.03 0.08 0.003 6 b)AIR SPACE XXXX 0.00 18 DOOR 2 38 0.03 0.48 0.015 7 INSIDE SURFACE 0.45 0.45 19 DOOR 3 120 0. 10 2.00 0. 196 8 AIR FILM INSIDE 0.68 0.68 20 OPAQUE WALL 1002 XXXX XXXX XXXXX 9 OTHER a) 0.00 0.00 21 FRAMING 150 0. 12 0. 12 0.015 10 b) 0.00 0.00 22 CAVITY 852 0.70 0.05 0.034 11 Rt=TOTAL LINES 1-10 9. 18 20.30 --------------------------------------- 12 U=1/R TOTAL 0. 122 0.049 CUo=TOTAL LINES 14 TO 20 0.275 ----------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------- WALL 2 SYSTEM R VALUES R VALUES WALL 2 AREA AREA U Ux HEATING 0 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS WALL 0 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 WINDOW* 0 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 DOOR* 0 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER 0 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER 0 0.00 0.00 0.000 , 6 b)AIR SPACE XXXX 0.00 18 OPAQUE WALL 0 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING 0 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY 0 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 -------------------------------------------- 10 b) 0.00 0.00 21 Uo=TOTAL LIDS 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 *INCLUDED IN WALL 1. ----------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- WALL 3 SYSTEM R VALUES R VALUES WALL 3 AREA AREA U Ux HEATING 0 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS WALL 0 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 WINDOW* 0 0.00 0.00 0.000 3 OUTER SHEATHING- 0.00 0.00 15 DOOR* 0 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER 0 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER 0 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE WALL 0 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING 0 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY 0 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 -------------------------------------------- 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 *INCLUDED IN WALL 1. --------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- COMMERCIAL COMPONENT COMPARISON (OTHER) Casteel Repair Garage ALLOWED AREA GR.AREA U VALUE Ux ACTUAL AREA GR.AREA U VAL. Ux RATIO ALLOWED RATIO RATIO ACTUAL RATIO ------------------------------------------------ ------- ------------------------------ 22 FLOOR 1 1260 0.337 0.000 0.000 22 FLOOR 1260 0.337 0.000 0.000 FLOOR 2 0 0.000 0.000 0.000 FLOOR 0 0.000 0.000 0.000 FLOOR 3 0 0.000 0.000 0.000 FLOOR 0 0.000 0.000 0.000 -------------------------------------- 23 ROOF 1 1260 0.337 0.035 0.012 23 ROOF 1260 0.337 0.050 0.017 ROOF 2 0 0.000 0.035 0.000 ROOF 0 0.000 0.000 0.000 ROOF 3 0 0.000 0.035 0.000 ROOF 0 0.000 0.000 0.000 24 WALL 1 1224 0.327 0.350 0. 114 24 WALL 1224 0.327 0.275 0.090 WALL 2 0 0.000 0.350 0.000 WALL 0 0.000 0.000 0.000 WALL 3 0 0.000 0.350 0.000 WALL 0 0.000 0.000 0.000 25 TOTAL 3744 Ut ALLOWED 0. 126 25 TOTAL 3744 Ut ACTUAL 0. 106 ----------------------------------------------------------------------------------------- THIS BUILDING CONFORMS TO CHAPTER 4 OF THE WASHINGTON STATE ENERGY CODE. HEAT LOSS CALCULATION AND HEATING SYSTEM SIZE Casteel Repair Garage ------------------------------------------------------------------------- ----------------------------------------------------------------------- COMPONENT AREA U VALUE DELTA T HEAT LOSS (Q=U A T) FLOOR 1 CAVITY 1134 0.000 47 0.0 FLOOR 1 FRAMING 126 0.000 47 0.0 FLOOR 2 CAVITY 0 0.000 47 0.0 FLOOR 2 FRAMING 0 0.000 47 0.0 FLOOR 3 CAVITY 0 0.000 47 0.0 FLOOR 3 FRAMING 0 0.000 47 0.0 ROOF 1 CAVITY 1134 0.048 47 2564.9 ROOF 1 FRAMING 126 0.063 47 373.9 ROOF 2 CAVITY 0 0.000 47 0.0 ROOF 2 FRAMING 0 0.000 47 0.0 ROOF 3 CAVITY 0 0.000 47 0.0 ROOF 3 FRAMING 0 0.000 47 0.0 WALL 1 CAVITY B52 0.049 47 1971.9 WALL 1 FRAMING 150 0. 122 47 863.6 WALL 2 CAVITY 0 0.000 47 0.0 WALL 2 FRAMING 0 0.000 47 0.0 WALL 3 CAVITY 0 0.000 47 0.0 WALL 3 FRAMING 0 0.000 47 0.0 WINDOW 1 24 0.600 47 676.8 WINDOW 2 0 0.600 47 0.0 WINDOW 3 0 0.600 47 0.0 DOOR 1 40 0.080 47 150.4 DOOR 2 38 0.480 47 857.3 DOOR 3 120 2.000 47 11280.0 SKYLIGHT 1 0 0.600 47 0.0 SKYLIGHT 2 0 0.600 47 0.0 SKYLIGHT 3 0 0.600 47 0.0 INFILTRATION =1. 1xVxT 47 10857.0 ( RATE =1.0 FOR DOORS AND 0.5 FOR WINDOWS) SLAB AREA 1260 @ 2 BTU/SF 47 2520.0 SLAB EDGE_ 16 @ 11 BTU/SF 47 176.0 OTHER !-TEAT LOSS 47 OTHER HEAT LOSS 47 OTHER HEAT LOSS 47 OTHER HEAT LOSS 47 MISC. HEAT GAIN(PEOPLE,APPLIANCES,ETC. ) 47 0.0 OTHER HEAT GAIN 47 OTHER HEAT T GAIN 47 OTHER HEAT GAIN 47 ----------------------------- TOTAL HEAT LOSS 32291.7 MAXIMUM HEATING SYSTEM SIZE @ 150%: ELECTRIC RESISTANCE: 14.2 KW OTHER: 48438 BTUH NOTES: 1. WINDOW CRACK ESTIMATED AT 1 L.F./S.F. 2. DOOR INFILTRATION @ 1 CFM/S.F. ------------------------------------------------------------------------ ------------------------------------------------------------------------ PREPARED BY: FOSTER AND WILLIAMS ASSOCIATES, P.S. , ARCHITECTS ANALYST: G. Foster PROJECT: Casteel Garage Office area only PROJECT NO. : 8803 DATE: 10/19/88 INTENT: Washington State Energy Code Conformance. NOTE: THIS BUILDING WAS NOT DESIGNED BY FOSTER AND WILLIAMS ASSOCIATES. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR STRUCTURAL INTEGRITY, NOR CODE COMPLIANCE BEYOND THIS ENERGY EVALUATION. ============================================================================ SYSTEMS INCLUDED IN THIS PROJECT ============================================================================ FLOOR 1 (360 S.F. ) CONCRETE SLAB ' FLOOR 2 (O S.F. ) FLOOR 3 (O S.F. ) ROOF 1 (360 S.F. ) 2x6 PURL. ,R-6 INSUL. O ROOF 2 (O S.F. ) ROOF 3 (O S.F. ) WALL 1 (1344 S.F. ) 2x4 STUDS,R-11 INS. , 1/2 G.W.B. WALL 2 (480 S.F. ) SIN. CMU O 0 WALL 3 (O S.F. ) SKYLIGHT 1: (O S.F. ) SKYLIGHT 2: (O S.F. ) SKYLIGHT 3: (0 S.F. ) WINDOW 1: (12 S.F. ) U VALUE= 0.6 WINDOW 2: (O S.F. ) WINDOW 3: (O S.F. ) HEAT TYPE: OTHER THAN ELECTRIC RESISTANCE HEATING ZONE: 1 BUILDING TYPE: COMMERCIAL OUTSIDE WINTER DESIGN TEMPERATURE: 23 WINDOWS = 3.3% OF GROSS FLOOR AREA NOTE: NIGHTTIME SETBACK REQUIRED FOR OUTSIDE AIR INTAKE AND EXHAUST. ' HEAT LOSS CALCULATION AND HEATING SYSTEM SIZE Casteel Garage Office area only ========================================================================= COMPONENT AREA U VALUE DELTA T HEAT LOSS (Q=U A T) ------------------------------------------------------------------------- FLOOR 1 CAVITY 324 0.000 47 0.0 FLOOR 1 FRAMING 36 0.000 47 0.0 FLOOR 2 CAVITY O 0.000 47 0.0 FLOOR 2 FRAMING O 0.000 47 0.0 FLOOR 3 CAVITY O 0.000 47 0.0 FLOOR 3 FRAMING O 0.000 47 0.0 ROOF 1 CAVITY 338 0. 129 47 2044.3 ROOF 1 FRAMING 22 0. 116 47 117.3 ROOF 2 CAVITY O 0.000 47 0.0 ROOF 2 FRAMING O 0.000 47 0.0 ROOF 3 CAVITY O 0.000 47 O.O ROOF 3 FRAMING O 0.000 47 0.0 WALL 1 CAVITY 1098 0.081 47 4196.4 WALL 1 FRAMING 194 0. 176 47 1603.6 WALL 2 CAVITY 408 0.769 47 14750.8 WALL 2 FRAMING 72 0. 176 47 595.8 WALL 3 CAVITY O 0.000 47 0.0 WALL 3 FRAMING O 0.000 47 0.0 WINDOW 1 12 0.600 47 338.4 WINDOW 2 O 0.600 47 0.0 WINDOW 3 0 0.600 47 0.0 DOOR 1 40 0.480 47 902.4 DOOR 2 O 0.480 47 0.0 DOOR 3 O 0.480 47 O.O SKYLIGHT 1 O 0.600 47 0.0 SKYLIGHT 2 O 0.600 47 0.0 SKYLIGHT 3 O 0.600 47 0.0 INFILTRATION =1. 1xVxT 47 2378.2 ( RATE =1.0 FOR DOORS AND 0.5 FOR WINDOWS) SLAB AREA 360 @ 2 BTU/SF 47 720.0 SLAB EDGE 84 @ 11 BTU/SF 47 924.O OTHER HEAT LOSS 47 OTHER HEAT LOSS 47 OTHER HEAT LOSS 47 OTHER HEAT LOSS 47 MISC. HEAT GAIN(PEOPLE,APPLIANCES,ETC. ) 47 0.0 OTHER HEAT GAIN 47 OTHER HEAT GAIN 47 OTHER HEAT GAIN 47 ------------------------------------------------------------------------- TOTAL HEAT LOSS 28571.2 ========================================================================= MAXIMUM HEATING SYSTEM SIZE @ 150%: ELECTRIC RESISTANCE: 12.6 KW OTHER: 42857 BTUH NOTES: 1. WINDOW CRACK ESTIMATED AT 1 L.F./S.F., 2. DOOR INFILTRATION @ 1 CFM/S.F. ========================================================================= COMMERCIAL COMPONENT COMPARISON (OTH Casteel Garage Office area only ========================================================================================= ALLOWED AREA GR.AREA U VALUE Ux ACTUAL AREA GR.AREA U VAL. Ux RATIO ALLOWED RATIO RATIO ACTUAL RATIO ----------------------------------------------- ------------------------------------- 22 FLOOR 1 360 0. 142 0.000 0.000 22 FLOOR 360 0. 142 0.000 0.000 FLOOR 2 O 0.000 0.000 0.000 FLOOR O 0.000 0.000 0.000 FLOOR 3 O 0.000 0.000 0.000 FLOOR O 0.000 0.000 0.000 _______________________________________________ _____________________________________ 23 ROOF 1 360 0. 142 0.035 0.005 23 ROOF 360 0. 142 0. 128 0.018 ROOF 2 O 0.000 0.035 0.000 ROOF 0 0.000 0.000 0.000 ROOF 3 O 0.000 0.035 0.000 ROOF O 0.000 0.000 0.000 ----------------------------------------------- ------------------------------------- 24 WALL 1 1344 0.528 0.350 0. 185 24 WALL 1344 0.528 0. 111 0.059 WALL 2 480 0. 189 0.350 0.066 WALL 480 0. 189 0.680 0. 128 WALL 3 O 0.000 0.350 0.000 WALL O 0.000 0.000 0.000 ----------------------------------------------- ------------------------------------- 25 TOTAL 2544 Ut ALLOWED 0.256 25 TOTAL 2544 Ut ACTUAL 0.205 ========================================================================================= THIS BUILDING CONFORMS TO CHAPTER 4 OF THE WASHINGTON STATE ENERGY CODE. Uo CALCULATIONS FOR FLOORS Casteel Garage Office area onl ========================================================================================= FLOOR 1 SYSTEM R VALUES R VALUES FLOOR 1 AREA AREA U Ux HEATING 41 * FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS FLR. 360 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 OTHER O 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 OTHER O 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER O 0.00 0.00 0.000 5 CAVITY a> INSULATION XXXX 0.00 17 OTHER O 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE FLR. 360 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING 36 0. 10 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY 324 0.90 0.00 0.000 9 OTHER a> 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 * CONCRETE FLOOR EXEMPT FROM CALCULATIONS ========================================================================================= FLOOR 2 SYSTEM R VALUES R VALUES FLOOR 2 AREA AREA U Ux HEATING O FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS FLR. O XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 OTHER O 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 OTHER O 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER O 0.00 0. 00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER O 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE FLR. O XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING O 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY O 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 ========================================================================================= FLOOR 3 SYSTEM R VALUES R VALUES FLOOR 3 AREA AREA U Ux HEATING O FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS FLR. O XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 OTHER O 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 OTHER O 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER O 0.00 0.00 0.000 5 CAVITY a> INSULATION XXXX 0.00 17 OTHER O 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE FLR. O XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING O 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY O 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 ========================================================================================= ' Uo CALCULATIONS FOR ROOF Casteel Garage Office area onl ========================================================================================= ROOF 1 SYSTEM R VALUES R VALUES ROOF 1 AREA AREA U Ux HEATING 20 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.61 0.61 13 GROSS ROOF 360 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 SKYLIGHT 1 O 0.00 0.60 0.000 3 OUTER SHEATHING 0.00 0.00 15 SKYLIGHT 2 O 0.00 0.60 0.000 4 FRAMING 6.88 XXXXX 16 SCUPPER 0 0.00 0.60 0.000 5 CAVITY a) INSULATION XXXX 6.00 17 OTHER O 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE ROOF 360 XXXX XXXX XXXXX 7 INSIDE SURFACE 0.56 0.56 19 FRAMING 22 0.06 0. 12 0.007 8 AIR FILM INSIDE 0.61 0.61 20 CAVITY 338 0.94 0. 13 0. 121 9 OTHER a) 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0. 128 11 Rt=TOTAL LINES 1-10 8.66 7.78 12 U=1/R TOTAL 0. 116 0. 129 ========================================================================================= ROOF 2 SYSTEM R VALUES R VALUES ROOF 2 AREA AREA U Ux HEATING O FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS ROOF O XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 SKYLIGHT* O 0.00 0.00 0.00 3 OUTER SHEATHING 0.00 0.00 15 SCUPPER* O 0.00 0.00 0.00 4 FRAMING 0.00 XXXXX 16 OTHER O 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER 0 0.00 0.00 0.000 6 b>AIR SPACE XXXX 0.00 18 OPAQUE ROOF O XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING O 0. 00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY O 0.00 0.00 0.000 9 OTHER a> 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 O.00 12 U=1/R TOTAL 0.000 0.000 *INCLUDED IN ROOF 1. ========================================================================================= ROOF 3 SYSTEM R VALUES R VALUES ROOF 3 AREA AREA U Ux HEATING O FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS ROOF O XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 SKYLIGHT* O 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 SCUPPER* O 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER O 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER O 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE ROOF O XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING O 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY O 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 *INCLUDED IN ROOF 1. ========================================================================================= Uo CALCULATIONS FOR WALLS Casteel Garage Office area onl ========================================================================================= WALL 1 SYSTEM R VALUES R VALUES WALL 1 AREA AREA U Ux HEATING 20 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0. 17 0. 17 13 GROSS WALL 1344 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 WINDOW 1 12 0.01 0.60 0.005 3 OUTER SHEATHING 0.00 0.00 15 WINDOW 2 O 0.00 0.60 0.000 4 FRAMING 4.38 XXXXX 16 WINDOW 3 O 0.00 0.60 0.000 5 CAVITY a) INSULATION XXXX 11.00 17 DOOR 1 40 0.03 0.48 0.014 6 b)AIR SPACE XXXX 0.00 18 DOOR 2 O 0.00 0.48 0.000 7 INSIDE SURFACE 0.45 0.45 19 DOOR 3 O 0.00 0.48 0.000 8 AIR FILM INSIDE 0.68 0.68 20 OPAQUE WALL 1292 XXXX XXXX XXXXX 9 OTHER a) 0.00 0.00 21 FRAMING 194 0. 14 0. 18 0.025 10 b) 0.00 0.00 22 CAVITY 1098 0.82 0.08 0.066 11 Rt=TOTAL LINES 1-10 5.68 12.30 --------------------------------------- 12 U=1/R TOTAL 0. 176 0.081 * CUo=TOTAL LINES 14 TO 20 0. 111 ========================================================================================= WALL 2 SYSTEM R VALUES R VALUES WALL 2 AREA AREA U Ux HEATING 21 FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0. 17 0. 17 13 GROSS WALL 480 XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 WINDOW* O 0.00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 DOOR* O 0.00 0.00 0.000 4 FRAMING 4.38 XXXXX 16 OTHER O 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER O 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE WALL 48O XXXX XXXX XXXXX 7 INSIDE SURFACE 0.45 0.45 19 FRAMING 72 0. 15 0. 18 0.026 8 AIR FILM INSIDE 0.68 0.68 20 CAVITY 408 0.85 0.77 0.654 9 OTHER a) 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.680 11 Rt=TOTAL LINES 1-10 5.68 1.30 12 U=1/R TOTAL 0. 176 0.769 *INCLUDED IN WALL 1. ========================================================================================= WALL 3 SYSTEM R VALUES R VALUES WALL 3 AREA AREA U Ux HEATING O FRAMING CAVITY HEATING (S.F. ) RATIO VALUE RATIO ----------------------------------------- ------------------------------------------ 1 AIR FILM OUTSIDE 0.00 0.00 13 GROSS WALL O XXXX XXXX XXXXX 2 OUTER SURFACE 0.00 0.00 14 WINDOW* O 0. 00 0.00 0.000 3 OUTER SHEATHING 0.00 0.00 15 DOOR* O 0.00 0.00 0.000 4 FRAMING 0.00 XXXXX 16 OTHER O 0.00 0.00 0.000 5 CAVITY a) INSULATION XXXX 0.00 17 OTHER O 0.00 0.00 0.000 6 b)AIR SPACE XXXX 0.00 18 OPAQUE WALL O XXXX XXXX XXXXX 7 INSIDE SURFACE 0.00 0.00 19 FRAMING O 0.00 0.00 0.000 8 AIR FILM INSIDE 0.00 0.00 20 CAVITY O 0.00 0.00 0.000 9 OTHER a) 0.00 0.00 ------------------------------------------ 10 b) 0.00 0.00 21 Uo=TOTAL LINES 14 TO 20 0.000 11 Rt=TOTAL LINES 1-10 0.00 0.00 12 U=1/R TOTAL 0.000 0.000 *INCLUDED IN WALL 1. ========================================================================================= � w i 30 6 -- c1,:5L4 PoL x I4 i pc�ru�ltilS b� Cr 61 I 3��6� 1� x17 QoII \ o P tiX _ 4kl � X J21Z•( 7 iv 10 �12 �coll� I_ X I� Qo Ia i Il • • Z i /6- r ij)k 1 :,,L+ rafts G+ Cgvlf, _ ----�'1 I4 X ILI Simi, f� i Gr�1 S DG I 13 i 12 r D � � ❑ lU � i � �� lo,K>o�li s � U ICX►Z Qc�lr yxg \ yk3 /o x 11 $.IIr.P 1CX(2 Polh.� 12 x I`{ Q�11�P - f '-7 �� `li�(ppIIv L� P� n`y -F- asp i M, I t i J �i JUSTUS FISHER ENGINEERS,INC. JOB # ■ CIVIL • STRUCTURAL • PLANNING DESIGNED DATE /7 01 T- CHECKED DATE PROJECT I t � i +--- � o III 9 I I I 1 I i � l I � + 4._._. . ,. \9 cz I t 1 _ : , i I N � : t< + Tt17 72 i ' v 1' _ - I r 77y� v1 I TACOMA,WASHINGTON (206)272-3099 PAGE -OF J JUSTUS FISHER ENGINEERS, INC., JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE CHECKED DATE PROJECT _ � Q I a z�O , I. , I j I i I i ' I - I � I , f \ }--. ._-4, _ } N - , 17 7-7 I I ' _ t- I N TACOMA,WASHINGTON (206)272-3099 PAGE SZ OF 7 r J JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE CHECKED DATE PROJECT /�DG✓ ��G,pi�r - ' i 5 r.1/�iaozT t I t �li f I eaG4 _ram i -t .vim s G� 7 y 11,94 I - �y � . _ r T i Fl i Z TACOMA,WASHINGTON (206)272-3099 PAGE s� 0F 7 r J JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL * STRUCTURAL * PLANNING DESIGNED =y/- DATE CHECKED DATE PROJECT t 1 I I � I z --- __ , I I 2?C /Z J7>i5 -44 Ao 41 I i i I •ro I I ► � / / N I , _ i • v - i � G�.vG I I " I I I I _ . . 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I I I TACOMA,WASHINGTON (206)272-3099 PAGE OF UFJUSTUS FISHER ENGINEERS, INC. JOB # CIVIL STRUCTURAL • PLANNING DESIGNED DATE dG'T,0✓ CHECKED DATE PROJECT /moo / 10e- -12 i.y�-- I � I Gt N co�c/S . I , I I I i i I rt-- �� s,g�✓� � G�-z-�.✓� L -`- �'- Zak x Z = yoo rS�•�/�_T r } _t cAc- el . L I I " - j — I i i � f ' 1 I Z I i i 1 I I I I I � I I I - - _ I I f , i 1 TACOMA,WASHINGTON (206)272-3099 PAGE—OF- UJUSTUS ISHER ENGINEERS, INC. JOB # C IVIL o STRUCTURAL o PLANNAG I DESIGNED DATE �x ------- CHECKED DATE .�� PROJECT TACOMA.VVASH|NGTOm (206)272'3099 PAGE___-__OF__-_-_ [;'iVIL USTUS FISHER ENGINEERS, INC. JOB # �� ZJ • STRUCTURAL • PLANNING DESIGNED DATE CHECKED DATE PROJECT �G-- ! ' I _ I I I - Z✓p�; � _ _ .sus �i�'_��z = 9 �% f I I ' I t I i I I i t W a i �� ► I f Yo T1 I s �u — /3 a — zG ya �; a� -}�--��- -►� s � t � �d TACOMA,WASHINGTON (206)272-3099 PAGE OF JUSTUS FISHER ENGINEERS, INC. JOB # 111Z CIVIL • STRUCTURAL • PLANNING DESIGNED ✓� DATE CHECKED DATE PROJECT I , G � C j�74- = 2GrVo e I ; I J / 7/ �/ Zvi oec, -- /A� ' - SSo z I I I all So 7 � L i f __-� ,S7�,r?,5 � �Sr=-' �Z x G ,�ouG,��✓L S ; � ,n _I---'--1 _ i TACOMA,WASHINGTON (206)272-3099 PAGE OF JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED /-F7 DATE _ 2-1�4 CHECKED DATE PROJECT pater- /3u is d/.vG- i - - IT 1 j i Z'XG �iS. Zw - } i 6 E S o Ar t,,f \j Fisk ax i 4 y t ' , TACOMA,WASHINGTON (206)272-3099 PAGE OF PREPARED BY: FOSTER AND WILLIAMS ASSOCIATES, P.S. , ARCHITECTS ANALYST: G. Foster PROJECT: Casteel Garage Office area only PROJECT NO. : 8803 DATE: 10/19/88 INTENT: Washington State Energy Code Conformance. NOTE: THIS BUILDING WAS NOT DESIGNED BY FOSTER AND WILLIAMS ASSOCIATES. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR STRUCTURAL INTEGRITY, NOR CODE COMPLIANCE BEYOND THIS ENERGY EVALUATION. =============================~=~===================================~=~====== SYSTEMS INCLUDED IN THIS PROJECT ========================~=================================================== FLOOR 1 (360 S.F. ) CONCRETE SLAB FLOOR 2 (O S.F. ) FLOOR 3 (O S.F. ) ROOF 1 (360 S.F. ) 2x6 PURL. ,R-6 INSUL. O ROOF 2 (O S.F. ) ROOF 3 (O S.F. ) WALL 1 (1344 S.F. ) 20 STUDS,R-11 INS. , 1/2 G.W.B. WALL 2 (480 S.F. ) 8IN. CMU O O WALL 3 (0 S.F. ) SKYLIGHT 1: (O S.F. ) SKYLIGHT 2: (O S.F. ) SKYLIGHT 3: (O S.F. ) WINDOW 1: (12 S.F. ) U VALUE= 0.6 WINDOW 2: (O S.F. ) WINDOW 3 HEAT TYPE �r7j;- C. , ` l HEATING ZONE� BUILDING TYPE: COMMERCIAL OUTSIDE WINTER DESIGN TEMPERATURE: 23 WINDOWS = 3.0 OF GROSS FLOOR AREA NOTE: NIGHTTIME SETBACK REQUIRED FOR OUTSIDE AIR INTAKE AND EXHAUST. HEAT LOSS CALCULATION AND HEATING SYSTEM SIZE Casteel Garage Office area only COMPONENT AREA U VALUE DELTA T HEAT LOSS (Q=U A T) ------------------------------------------------------------------------------ FLOOR 1 CAVITY 724 0.000 47 0.0 FLOOR 1 FRAMING 16 0.000 47 0.0 FLOOR 2 CAVITY 0 0.000 47 0.0 FLOOR 2 FRAMING 0 0.000 47 0.0 FLOOR T CAVITY 0 0.000 47 0.0 FLOOR 5 FRAMING 0 0.000 47 0.0 ROOF 1 CAVITY 338 0. 129 47 2044.7 ROOF 1 FRAMING 22 0. 116 47 117.7 ROOF 2 CAVITY 0 0.000 47 0.0 ROOF 2 FRAMING 0 0.000 47 0.0 ROOF " CAVITY 0 0.000 47 0.0 ROOF T FRAMING 0 0.000 47 0.0 WALL 1 CAVITY 1098 0.081 47 4196.4 WALL 1 FRAMING 194 0. 176 47 1607. 6 WALL 2 CAVITY 408 0.769 47 14750.E WALL 2 FRAMING 72 0. 176 47 595.3 WALL 7 CAVITY 0 0.000 47 0.0 WALL 7 FRAMING 0 0.000 47 0.0 WINDOW 1 12 0.600 47 338.4 WINDOW 2 0 0.600 47 0.0 WINDOW 7 0 0.600 47 0.0 DOOR 1 40 0.430 47 902.4 Dour; 2 0 0.480 47 0.0 DOOR 7 0 0.480 47 0.0 SKYLIGHT 1 0 0.600 47 0.0 SKYLIGHT 2 0 0.600 47 0.0 SKYLIGHT 0 0.600 47 0.0 INFILTRATION -1. lxVxT 47 2378.2 ( RATE =1.0 FOR DOORS AND 0.5 FOR WINDOWS) SLAB AREA 360 @ 2 BTU/SF 47 7 20.0 SLAP EDGE 84 @ 11 EsTU/SF 47 924.0 OTHER HEAT LOSS 47 OTHER HEAT LOSS 47 OTHER HEAT LOSS 47 OTHER HEAT LOSS 47 MISC. HEAT GAIN(PEOPLE,APPLIANCES,ETC. ) 47 0.0 OTHER HEAT GAIN 47 OTHER HEAT GAIN 47 OTHER HEAT GAIN 47 -------------------------------------------------------------------------- TOTAL HEAT LOSS 28571.2 MAXIMUM HEATING SYSTEM SIZE @ 150%: ELECTRIC RESISTANCE: 12.6 KW OTHER: 4285 s U'�H MOTES: 1. WINDOW CRACK ESTIMATED AT 1 L.F./S.F, 2. :DOOR INFILTRATION @ 1 CFM/S.F. J �i JUSTUS FISHER ENGINEERS,INC. JOB # ■ CIVIL • STRUCTURAL • PLANNING DESIGNED Eve DATE !7 T CHECKED DATE PROJECT r--- .q _ off. 1 z��kz o�fizz Fi t+ 1 z _ 1 ?SIN i + j 51S/1L[L �l. Y N 1 i m -- I 1 s 1 TACOMA,WASHINGTON (206)272-3099 PAGE OF JUSTUS FISHER ENGINEERS,INC., JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE E& i F CHECKED DATE PROJECT W o I I _ I I i i I _ _ I I � - -.. I I fic i I � Jo I \ I � t X I TACOMA,WASHINGTON (206)272-3099 PAGE OF 7 IJFIICIVIL * JUSTUS FISHER ENGINEERS, INC. JOB # STRUCTURAL • PLANNING DESIGNED DATE 7- CHECKED DATE PROJECT r 4 4 AOV I ; � �G1/JipOrLT , I ' _ I r- I-)A G c i I OiL 1 -'v i i ! I I I . da I , I ' 1 I I - I I i v,ri G. .4,e—L �It .� Gis NAL �N6/ TACOMA,WASHINGTON (206)272-3099 PAGE '5-3 0F 7 JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE Z5 CHECKED DATE PROJECT T 1 (z Z. .e/z It --11 & 7 Olt- T-j— . i I T S.d�icl`' j F/S //3�G /.ci?ice 10, i 14 id TACOMA,WASHINGTON (206)272-3099 PAGE OF_7 JUSTUS FISHER ENGINEERS, INC. JOB # J CIVIL • STRUCTURAL • PLANNING DESIGNED V/C DATE ocT9� CHECKED DATE PROJECTof off I -4f I` ff1 I r --�—xl — I a ,Z31 _ - _- 0 I ' \�j �. I } v TACOMA,WASHINGTON (206)272-3099 PAGE S J OF 7 ^ JUSTUS , ISHER ENGINEERS, INC. JOB # DESIGNED DATE 961� CHECKED DATE PROJECT VT-- /001 TACOMA`VVASH|NGTON (206272'3089 PAGE -5/'� OF R JUSTUS FISHER ENGINEERS,INC. Jog # /ii z IJFIIIICIVILO STRUCTURAL • PLANNING' ll DESIGNED DATE 2� dGT�J'✓ CHECKED ___—_ DATE - PROJECT /"0 L/= �✓u �c_n i u __-- - -- -- - i /� T - . I 10 x 7 � II, I � I f t f� Y T i 1 i I I 1 , Y ' I ' cfi v. �t r r QN.F4L $�rwr.4►/'itfi TACOMA,WASHINGTON (206)272-3099 PAGE OF - ` IJFIIJUSTUS FISHER ENGINEERS, INC. JOB # ^^ ICIVIL STRUCTURAL PLANNING DESIGNED DATE ~° CHECKED DATE PROJECT ILI 41 TACOKxA.WA8H(NGTON (206)272'3098 PAGE-OF- f JUSTUS FISHER ENGINEERS, INC. JOB # J ■ CIVIL • STRUCTURAL • PLANNING DESIGNED DATE 2 e-1 e15 CHECKED DATE PROJECT 'c-'C- IT G 1 I - 10 _ I , - ell -- I --- ;_ C/ Z �7 I I IJ ' I I , I J I 71t 6 ) 41// hf� TACOMA,WASHINGTON (206)272-3099 PAGE OF JFJUSTUS FISHER ENGINEERS, INC. JOB # //Z ICIVIL • STRUCTURAL • PLANNING DESIGNED �� DATE CHECKED DATE PROJECT D L �'-._L;L .7-S L i I ' f I , %Z a0 --- - I i + X i3 / t O G 7/ �/ zva o��, �s-,So % 3J Z 07, Z i I I �_ _-. - r � I /�A/ I i H �cv - I I I TACOMA,WASHINGTON (206)272-3099 PAGE OF JF11JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED �_'�� DATE 7 J CHECKED DATE PROJECT Cz 1 I i I i i , , to ' 0 , i 2 ZX iZ — F /y s — TACOMA,WASHINGTON (206)272-3099 PAGE-OF- JF111JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE �y OcT CHECKED DATE PROJECT P�U= �u rLn//✓G-- I tit ,FiC I} I 4 a ' I 2 "1l)IYA L Ili ;IY I � I ( =:I � •• _ i'' III►'-1I l I � - - _ MIT., 1 • __ice_ _-_ _.__--..I-'--_r ..j s TACOMA,WASHINGTON (206)272-3099 PAGE OF JUSTUS FISHER ENGINEERS, INC. I JOB Itml CIVIL STRUCTURAL • PLANNING DESIGNED �_'�� DATE CHECKED DATE PROJECT Ti 114 1 - t � ---------- 14 2,x G Zip AlrY ! _ „¢ Lj_ I - � 1 1 • I _ s -- l A6f� L _- - -i-- - t , TACOMA,WASHINGTr)N (206)272-3099 PAGE OF 1 f JUSTUS FISHER ENGINEERS, INC. JOB # J DESIGNED-.--'-`1' DATE CIVIL • STRUCTURAL • PLANNING CHECKED DATE PROJECT i + ' 41-1 III Z_ a 7 i �--F- i _..4 ! I q - Ir I 1 I i try C C7 � r- ! i i ! i I TACOMA,WASHINGTON (206)272-3099 PAGE OF � JOB # z DESIGNED DATE 9EICIVIL CHECKED DATE PROJECT -77 TACOh1A.VYASH|NGT0N (206)272'3093 PAGE--__-_-UF-_---_' ^ JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL STRUCTURAL PLANNING1 �� DESIGNED DATE --------- CHECKED DATE PROJECT o Ti. TACOMA,W\GH|NSTON (206)278'3OO9 PAGE-OF- J �■ JUSTUS FISHER ENGINEERS, INC. JOB # ■ CIVIL • STRUCTURAL PLANNING DESIGNED � DATE ZY a�TBP CHECKED DATE PROJECT I I ! I O.L �` LL/j -f- tom✓ /- -v .�✓iy c L t _ / X 3J Z d�j 7 J i I i I I_ I i 601 i x G joaG rz- S n ( i •Fir,.. •..-•�'-` ..-'J ('�Y TACOMA,WASHINGTON (206)272-3099 PAGE—OF- I F11 JUSTUS FISHER ENGINEERS, INC. JOB #J CIVIL • STRUCTURAL • PLANNING DESIGNED �_'�� DATE ��o�T�� " CHECKED DATE PROJECT lorl i s • Na 1 � I i I i i I I \) IM 1 I i , TACO MA,WAS HINGTON (206)272-3099 PAGE OF JUSTUS FISHER ENGINEERS, INC. JOB # jEl DESIGNED E�� DATE CIVIL • STRUCTURAL • PLANNING CHECKED DATE PROJECT I i - -- I4 , ' I I 1. �r�` �'� '� Sr,•�- I � II _ I I i. i i I I I I I i i I I i 1 . � I I j 1-- i I r I i i i , TACOMA,WASHINGTON (206)272-3099 PAGE OF Lol JUSTUS FISHER ENGINEERS, INC. JOB #CIVIL STRUCTURAL • PLANNING DESIGNED �� DATE CHECKED DATE PROJECT r- s ,� I t - - r F I 1 ' r ' I, TACOMA,WASHINGTON (206)272-3099 PAGE OF JUSTUS FISHER ENGINEERS, INC. JOB # MICIVIL • STRUCTURAL • PLANNING DESIGNED DATE CHECKED DATE PROJECT w I i i 10- i I - J - i . �ou.ci��7i i I � /C��/tom! SIt�✓C�/ G.r��vJ-_ �- -__ _:s.L��___.-_ -_-_ ..' __�__�___ - ?/CI - i T f _ d jr 2 S i� /Szst aO �r►� V. FI$,yF� 1 II��G E wAS i Je S 'S ,,.� •s c 2b Z)k I •n 14223 4v� �Lu r) lO�c� _20 ��F cisx Sin N c Tr72a L /'-9N At I s � f l� f TACOMA,WASHINGTON (206)272-3099 PAGE / 0F DJ:F] JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED �y� DATE /70cT6� CHECKED DATE PROJECT I l 2i X G C✓ Z —41 4-t _ I I i I I i i � I � i I /ti-s a 1 - T I _ 1 -44 _ I ' ----------- X, �o L { 1 I , TACOMA,WASHINGTON (206)272-3099 PAGE 2 OF FJ7FJUSTUS FISHER ENGINEERS, INC. JOB # ICIVILO STRUCTURAL • PLANNING DESIGNED- DATE 7j5 - oc CHECKED DATE PROJECT 12 1-7---- - 1; �.._ - _ I r � I I 17 I -1 ,._ -- I J-1 .:.. . .1.-- f ! , I , it i I I I f i I -.t. i , I ' i It---+ ! TACOMA,WASHINGTON (206)272-3099 PAGE 3 OF ^ ^ JUSTUS FISHER ENGINEERS, INC. JOB # �� *�� DESIGNED DATE / =JF CHECKED DATE PROJECT T7 TACOK4A`VVASH|NGT0N C208>272'3039 PAGE OF-_----_ ^ JF1JUSTUS ISHER ENGINEERS, INC. JOB # CIVIL * STRUCTURAL * PLANNING1 DESIGNED � DATE -------- CHECKED DATE PROJECT JFIr_JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL ® PLANNING DESIGNED DATE CHECKED DATE PROJECT - -t- i T i Sz sao: 16. "Z mac.' 54 17 I ' Z'9 i I I I i I I i TACOMA,WASHINGTON (206)272-3099 PAGE OF_ JUSTUS FISHER ENGINEERS, INC. JOB # J ■ CIVIL STRUCTURAL • PLANNING DESIGNED 05V� DATE � DcT6� CHECKED DATE PROJECT ' I � I � I I (s x ?�3'�sF- /�,31 k' /2 — /3 Z �. . p ,► r- �Ii I -�-_--r-: , I --- t • � i I I : ---- 10oo I I_ _ i t I I I I I i I : ' I I I TACOMA,WASHINGTON (206)272-3099 PAGE OF jpJUSTUS FISHER ENGINEERS, INC. JOB # CIVIL o STRUCTURAL PLANNING DESIGNED_ f=J 2� DATE /✓ ,-,--T O.f CHECKED DATE PROJECTyG- Y - 1 U -------------------------- --- T I MIBER BERM : 0------0 - --+---�---- - --.•... ...__�._ _. _._ - - -------------------------- --- BEAM : PUPL I hl --- L f t 12 . 000 — - ' - --j---�-- - 1 . 500 A i 8 . 25C - i t, 7 1 6 3 - E ks I 1 , 700 . 000 LOADS ( )tip: feat ) 1 060 W X( ft ) Vx( k Mx( k:f ) Yx( in) 0 . 00 . 360 0 . 000 0 . 000 2 . 00 . 240 . 600 401 4 . 00 . 120 . 9GO - . 688 J .._------- t $ 00 - 120 960 - 688 - _. 10 . 00 - 40 . 600 - . 401 12 . 00 - . 360 0 . 000 0 . 00E+ X( ft ) Fv<psi ) Ff(psi ) 0 . 00 65 . 5 0 . 0 2 . 00 43 . 6 4 . 00 21 . 5 1l52 3 - 6 . 00 0 . 0 1 , 713 . 7 8 . 00 -21 S 527 - 10 . 00 -47 . 6 952 . 1 i I 12 . 00 —6 5 . 5 c �� - II-------------------------------- lk TACOMA,WASHINGTON (206)272-3099 PAGE OF ' JUSTUS FISHER ENGINEERS, INC.. JOB # DESIGNED DATE ' CHECKED DATE PROJECT ,57 BEAM ROOF BEAM LOADS ( kip, feet ) 6 . 00 10 . 00 -------------------------------- TACOK4A.WASH|NGTON (206)272'3099 PAGE_Z�-_-OF_____- ' JUSTUS FISHER ENGINEERS, INC. JOB # DESIGNED DATE IJFIIICIVIL CHECKED DATE PROJECT tj -------------------------------- ______________-____________-____ TIM8ER BERM ' o------o TIMBER BERM ' o------o ________________________________ ____----__-_________-____-_-_--_ 8EHM ' GIRT -:;pZZ�P2 X6- &24/ « BERM ' GIRT ey « L it 12 . 000 L it 12 . 000 B in 5 500 8 in 7 . 250 D in 1 . 500 O in 1 . 500 H in-2 8 . 250 R in^2 10 . 875 S in^3 2 . 063 S in-3 2719 l in-4 1 . 547 I in-4 2 . 039 E ksi 1 , 780 . 000 E hsi 1 ' 700 . 000 LOADS ( kip, feet ) ' LUHDS ( kip, feet ) ' l . 031 W 1 . 031 W X( ft ) Vx( k) Mx( kf ) Yx( in) X( 40 Vx( k) Mx( k{ ) Yx( in) 0 . 00 . 186 0 . 000 0 . 000 0 . 00 . 186 0 . 000 0 . 000 2 . 00 . 124 . 310 -2 7O4 2 . 00 . 124 . 310 -2 . 112 4 ' 00 . 062 ' 496 -4 . 780 4 . 00 . 062 . 496 -3 . 625 6 . 00 0 . 000 . 558 -5 500 6 . 00 0 . 000 . 558 -4 172 8 . 00 - . 062 . 496 -4 . 780 8 . 00 - . 062 . 496 -3 ' 626 10 . 00 - . 124 . 310 -2 . 784 10 . 00 - . 124 . 310 -2 112 12 . 00 - . 186 0 . 000 000 12 . 00 - . 186 0 . 000 0 . 000 X( ft ) Fv(psi ) Fb(psi ) X( 40 Fv(psi ) Fb(psi ) 0 . 00 33 . 8 0 . 0 0 . 00 25 . 7 0 . 0 2 . 00 22 . 5 1 , 803 . 6 2 . 00 17 . 1 1 , 368 . 3 4 . 00 11 . 3 2 , 885 . 8 4 ' 00 8 . 6 2, 189 '2 6 . 00 0 . 0 3, 246 . 5 6 . 00 0 . 0 2, 462 . 9 <- 4+ �� /� O . 00 -11 . 3 2, 885 .8 ----' 8 . 00 -8 ' 6 2, 189 ,2 - 10 . 00 -22 . 5 1 , 803 . 6 10 ' 00 -171 1 , 368 . 3 12 . 00 -33 . 8 0 .0 12 . 00 -25 7 00 ----- ^ __------------------------------ _-_____-____-___-_______________ TACOK4A,WASH|NGTON (206272'3089 PAGE_/'p_'OF_____' JUSTUS FISHER ENGINEERS, INC. JOB # J F CIVIL • STRUCTURAL • PLANNING DESIGNED DATE ZO ycTf� CHECKED DATE PROJECT I 3Z, N I , t I i i - /OSo �I 41, 5-4 1397 s 3 1 yy I — /222- U/ i I f ,/ I i TACOMA,WASHINGTON (206)272-3099 PAGE �� 0F JFIIJUSTUS FISHER ENGINEERS, INC. JOB # C!VIL • STRUCTURAL • PLANNING DESIGNED DATE 21 oe7%2,5� CHECKED DATE PROJECT � I ---�-- r _ ! - 7 fi - -_ - - \ � I 14 i /tiT.c�iz/o � -•- - z.. _;__�- — ---�-� `- 67.E yc. �33 s ��ys -�--- I 3 /T _ 1;4 I z ✓z; — 330 r � �u tin , 1 I � I TACOMA,WASHINGTON (206)272-3099 PAGE �2 OF J JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE CHECKED DATE PROJECT 47 I I -------------------------------- TIMBER BERM 0----- TIMBER BERM o------ ; -------------------------------- -------------------------------- BEAM END POST BEAM : CORNER PO'-T L f t 19 . 000 L f t 16 . 000 B in 5 . 50E B in 5 . 500 D in 9 . 500 D in 5 . 500 A in-2 2 . 25 t� S in-3 5 '� A in-2 ?0 . 250 82 . r29 S in-3 27 . 729 i i t-4 39- --2 . .`_64 I in-4 76 . 255 E ks i 1 , 600 . 000 E 4•s i 11600 . 000 LOADS ( kip, feet ) LOADS ( kiP, feet ) 1 . 155 W 1 . 073 W >{Cft ) VxCk) M.xCkf ) Yx( in) X( 40 Vx( k-) Mx( l f ) Yx( in) 0 . 00 1 . 104 0 . 000 0 . 000 0 . 00 . 468 0 . 000 �a . 000 1 . 90 . 810 1 . 819 - . 112 1 . 60 . 343 . 649 - . 147 3 . 80 . 515 3 . 078 - . 207 3 . 20 . 218 1 . 098 - . 270 5 . 70 . 221 3 . 777 - 272 4 . 80 . 094 1 . 348 - ?55 7 . 60 - . 074 3 . 917 6 .40 - . 03i 1 .398 - 391 9 . 50 - . 368 3 . 497 - . 289 8 . 00 - . 156 1 . 248 - . 377 11 . 40 - . 663 2 . 513 - . 244 9 . 60 - . 281 . 899 - . 319 13 . 30 - . 951 . 979 - . 175 11 . 20 - . 406 - 349 - 228 15 . 20 -1 . 252 -1 . 119 - . 096 12 .80 - . 530 - 399 125.- l �� 17 . 10 -1 . 546 -3 . 777 - . 029 14 . 40 - . 655 -1 . 348 - . 038 19 . 00 -1 . 841 -6 . 994 0 . 000 16 . 00 - . 780 -2 . 496 0 . 000 X( ft ) Fv(psi ) Fb(psi ) X( ft ) Fv(Fsi ) Fb(psi ) 0 . 00 31 .7 0 . 0 0 .00 23 . 2 0 . 0 1 . 90 23 . 3 26.3 . 8 1 . 60 17 . 0 280 . 8 3 . 80 14 . 8 446 . 4 3 . 20 10 . 8 475 .3 5 . 70 6 . 3 547 . 9 4 . 80 4 . 6 583 . 3 7 . 60 -2 . 1 568 . 1 6 . 40 -1 . 5 604 . 9 9 . 50 -10 . 6 507 . 3 8 . 00 -7 . 7 540 . 1 11 . 40 -19 . 0 365 .2 9 . 60 -13 . 9 388 . 9 13 . 30 -27 . 5 142 . 0 11 . 20 -20 . 1 151 . 2 15 . 20 -35 . 9 -162 .3 12 . 80 -26 . 3 -172 . 8 17 . 10 -44 . 4 -547 . 9 14 . 40 -32 . 5 -583 . 3 19 . 00 -52 . 8 -1 , 014 . 5 16 . 00 -38 . 7 -1 , 080 . 2 -------------------------------- I TACOMA,WASHINGTON (206)272-3099 PAGE OF JFIIJUSTUS FISHER ENGINEERS, INC. JOB # CIVIL * STRUCTURAL • PLANNING DESIGNED �y� DATE CHECKED DATE PROJECT �r3 G _i 7 i ----+-- t � 904 A.00, I --- I I I CaN G _ _ 7 vT j I I _ _ 1 i --------------- C i {2�i•v� Tim i O S �..�J,(j -,. I TACOMA,WASHINGTON (206)272-3099 PAGE It OF JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED y DATE CHECKED DATE PROJECT I Ll 1 , I I , �--i -�-- - - -- - - - SI ,� ,S/vSF C _ I a.. s `-F �� r�, I ! I i I T I � � I ' I ' -1-- . I TACOMA,WASHINGTON (206)272-3099 PAGE i S OF JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE 17 oc7,!5 CHECKED DATE PROJECT �� I - I _ ------ _ __ - .__fit_ - /•= --- -=,� ��I p I 90t z%,l- z I � � Y r I I I � z _ I _ - -- I _ i i l � � i I • i i I I r ' TACOMA,WASHINGTON (206)272-3099 PAGE OF IJFIIJUSTUS FISHER ENGINEERS, INC. JOB # CIVIL * STRUCTURAL • PLANNING DESIGNED DATE _ Z7 CHECKED DATE PROJECT ; -------------------------------- ------------•-------------------- TIMBER BEAM : 0------0 TIMBER BEAM : 0 -----0 -------------------------------- -------------------------------- BEAM : JOIST BEAM : JOIST L ft 10 . 000 L ft 12 . 000 E in 1 . 500 B in 1 . 500 D in 11 . 250 D in 11 . .`50 in-2 16 , 875 A in-2 16 87� S in `3 31 . 641 S in-3 31 . 641 I in-4 177 . 979 I in-4 E ks.i 1 , 700 . 000 E k.s.i 11700 . 000 LOADS ( kip, feet ) LOADS ( kiF, feet ) 1 . 180 W 1 . 160 w X( ft ) Vx( k) Mx( kf ) Yx( in) X( ft ) vx-( ) Mx:( kf ) Yx( in) 0 . 00 . 900 0 . 000 0 . 000 0 . 00 1 . 080 0 . 000 0 . 000 1 . 67 . 600 1 . 250 - . 068 2 . 00 . 720 1 . LICie - . 140 3 . 33 . 300 2 . 000 - . 1le. 4 . 00 . 360 2 . 880 - . 241 5 . 00 0 . 000 2 . 250 - . 134 6 . 00 0 . 000 7 . 240 - . 278 6 . 67 - . 300 2 . 000 - . 116 8 . 00 - . 360 2 . 880 - . 241 8 . 33 - . 600 1 . 250 - . 068 10 . 00 - . 720 1 . 000 - . 140 10 . 00 - . 900 0 . 000 0 . 000 12 . 00 -1 . 080 0 . 000 0 . 000 X( ft ) Fw(F=i ) Fb(F-si ) X( ft ) FR(P--i ) Fb(psi ) 0 . 00 80 . 0 0 . 0 0 . 00 96 . 0 0 . 0 1 . 67 53 . 3 474 . 1 2 . 00 64 . 0 682 . 7 3 . 33 26• . 7 758 . 5 4 . 00 32. 0 1 , 092 . 5 . 00 0 . 0 853 . 3 6 . 00 0 . 0 1 , 228 . 8 6 . 67 -26 . 7 758 . 5 8 . 00 -32 . 0 1 , 092 . 3 8 . 33 -53 . 3 474 . 1 10 . 00 -64 . 0 682 . 7 10 . 00 -80 . 0 0 . 0 12 . 00 -96 . 0 0 . 0 -------------------------------- -------------------------------- i 1 I � I i I r TACOMA,WASHINGTON (206)272-3099 PAGE OF IJFIJUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL PLANNING DESIGNED DATE I7 CHECKED DATE PROJECT I -------------------- ------------ -------------------------------- TIMBER BERM ------o TIMBER BEAM = a------c, - ------------ -------------------------------- BEAM = JOIST BERM : JOIST L it 8 . 000 L it 10 . 000 B in 1 . 500 B in 1 . 500 D in 11 . 250 0 ; n 11 . 2510 16 . 87 A in � 16 . �175 S in-3 31 . 641 = in^3 31 . 641 I in-4 177 . 979 I in^4 177 . 979 E ksi 1 , 700 . 000 E ksi 11700 . 000 LORDS ( kip-, feet ) LOADS: ( kiF, feet ) 1 270 td 1 270 4! X( ft ) Vx( k:) Mx( k.f ) Yx( in) Wit ) lJx( k) Mx( kf ) Yx( in) 0 . 00 1 . 080 0 . 000 0 . 000 0 . 00 1 . 350 0 . 000 0 . 000 1 . 33 . 720 1 . 200 - . 042 1 . 67 . 900 1 . 875 - . 102 2 . 57 . 360 1 . 920 - . 071 . 33 . 450 3 . 000 - . 175 4 . 00 0 . 000 2 . 160 - . 082 5 . 00 0 . 000 3 . 375 - . 201 5 . 33 - . 360 1 . 920 - Gi71 6 67 - . 450 3 . 00G1 - . 175 6 . 67 - . 720 1 . 200 - . 042 8 . 33 - . 900 1 . 875 - . 102 8 . 00 -1 . 080 0 . 000 0 . 000 10 . 00 -1 . 350 0 . 000 - . 000 X( ft ) Fv(psi ) Fb(psi ) X( ft ) Fv(psi ) Fb(psi ) 0 . 00 96 . 0 0 . 0 0 . 00 120 . 0 0 . 0 1 . 33 64 . 0 455 . 1 1 . 67 80 . 0 711 . 1 2 . r7 32 . 0 728 . 2 3 . 33 40 . 0 1 , 137 . 6 4 . 00 0 . 0 819 . '2 5 . 00 0 . 0 1 , 280 . 0 5 . 33 -32 . 0 728 . 2 6 . 67 -40 . 0 1 , 137 .8 6 . 67 -64 . 0 455 . 1 8 . 33 -80 . 0 711 . 1 8 . 00 -96 . 0 0 .0 10 .00 -120 . 0 0 .0 -------------------------------- I I i I i TACOMA,WASHINGTON (206)272-3099 PAGE �� OF JFJJUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED ��/c DATE CHECKED DATE PROJECT 1+f I -------------------------------- -------------------------------- TIMBER. BEAK{ : 0------0 TIMBER BERM : 0------0 -------------------------------- -------------------------------- BERM : FLR BERM BEAM : FLR BERM L it 9 . 500 L it 9 . 5E+0 E in 5 . 500 B in 5 . 125 D in 17 . 500 D in 12 . 000 4< ., iI A in^2 96 . 250 A in^2 61 . 500 S in^3 230 . 729 C 1 in^3 123 . 41000 00 SxCF in-3 269 . 204 I in-4 7�^c . 'A I in-4 2, 456 . 380 M • E k s i 1 , 800 . 000 p� E ksi 1 � 600 . 000 it LOADS ( k.iF, feet ) LOADS ( kiQ, feet ) II 1 1 . 515 W 1 1 . 515 W '\ X( ft ) Vx:( k) Mx( kf ) Yx( in) xi( ft ) Vx( k) Mx( kf ) Yx( in) 0 . 00 7 . 196 0 . 000 0 . 000 0 . 00 7 . 196 0 . 000 0 . 000 1 . 58 4 . 798 9 . 495 - . 106 1 . 58 4 . 7'98 9 . 495 - . 036 3 . 17 2 . 399 15 . 19 ' - . 182 3 . 17 2 . 399 15 . 192 - . 061 4 . 75 0 . 900 17 . 0,41 - . 209 4 . 75 0 . 000 17 . 091 - . 071 N6 . 33 . 399 15 . 192 - . 182 399 15 . 192 - . 061 M 7 . 92 -4 . 798 9 . 495 - . 106 uN 7 . 92 -4 . 798 9 . 495 - . 036 9 . 50 -7 . 196 0. 000 . 000 9 . 50 -7 . 196 0 . 000 0 . 000 II X( ft ) Fv(Fsi ) Fb(Psi ) ll mit ) Fv(Fsi ) Fb(psi ) "Y 0 . 00 112 . 1 0 . 0 0 . 00 175 . 5 0 . 0 U 1 . 58 117 . 0 926 . 3 1 . 58 74 . 8 423 . 3 3 . 17 58 . 5 1 , 462 .2 3 . 17 37 . 4 677 .2 4 . 75 0 . 0 1 , 667 . 4 4 . 75 0 . 0 761 . 9 6 . 33 -58 . 5 1 , 462 .2 6 . 33 -37 . 4 677 . 2 7 . 92 -117 . 0 926 . 3 7 . 92 -74 . 8 423 . 3 9 . 50 -175 . 5 0 .0 9 . 50 -112 . 1 0 .0 -------------------------------- ---------------- --- --- - --- I TACOMA,WASHINGTON (206)272-3099 PAGE 19 OF r JUSTUS FISHER ENGINEERS, INC. JOB # IJFIICIVIL • STRUCTURAL • PLANNING DESIGNED DATE Z,11 CHECKED DATE PROJECT 1,6C-/a- I e b� yG- : y —r G 6 U , z is 3 Z y �/ G i!✓(G x6 C - 4-1 : I j � v I _ I I �4_ l l"pas 7- i X 0 lof III , TACOMA,WASHINGTON (206)272-3099 PAGE OF JF JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED �!/�= DATE CHECKED DATE PROJECT �° cr •��" 'c.v i yC. I I j I i i l l — r i -_ � _ l 7,1 Z t _ I i 4 i .. ....-..-. ---I i I I I .i I . i 4 � I 1 T- i i TACOMA,WASHINGTON (206)272-3099 PAGE Z OF JUSTUS FISHER ENGINEERS,INC. JOB #_ CIVIL • STRUCTURAL ® PLANNING DESIGNED �yf— DATE J CHECKED _ DATE PROJECT I 1 I I , � I L�i1�f7•i.S i _ � 1 ' I i � I `-4_ 2 ioo-lv CIA i , I I � . i ! I i Ga•vG . _�Z'!= - 2 S dU f!S c E'Z _'r✓;c y;.S � ,Q x _��c�� C, Syc tt i -- --- -�- E WAS I j ' 14 223 a O <v S r-7NZs-L _ y9�/�L S /,-!2o 9 12^ NA,Loll o!1 I TACO MA,`NASHINGTON (206)272-3099 PAGE OF_� JUSTUS FISHER ENGINEERS, INC. JOB #- CIVIL • STRUCTURAL e PLANNING DESIGNED E'riP�- DATE CHECKED __ _!._. DATE PROJECT , I �GUcirL OrbAll � f .C/SN4.4'TId�C c i I j , I moors Gx /Z@ / 'o _ 1.1 - - - - � -- _ TACOMA,WASHINGTON (206)272-3099 PAGE— ` OF _ IJFIIJUSTUS FISHER ENGINEERS,INC. JOB # CIVIL * STRUCTURAL • PLANNING DESIGNED DATE 70GT�i� CHECKED DATE PROJECT I 2 4/ c /6 1 I , _ } i 11 — 'eF Gf' G i Ap -17 _ -- - - - - 1 I I 1 , j I Y I � � I , I 1 j � I _ i I i y � I I TACOMA,WASHINGTON (206)272-3099 PAGE 3 OF 1JFjjJUSTUS FISHER ENGINEERS,INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED �� DATE /7oc-7-f<5, CHECKED DATE PROJECT ! r I ST H f , i _I �J /, (/7 , I �- e� ,1 I ...... .... —.. I , 11I I i i TACOMA,WASHINGTON _ - (206)272-3099 PAGE OF IJFIIJUSTUS FISHER ENGINEERS,INC. JOB # CIVIL * STRUCTURAL • PLANNING DESIGNED DATE CHECKED DATE PROJECT I ci 17 I 1- I I I I � Y.. _ - _ I I , : : i _ Ir I , TACOMA,WASHINGTON (206)272-3099 PAGE S OF JUSTIJS FISHER ENGINEERS, INC. JOB #— CIVIL c STRUCTURAL o PLANNING DESIGNED C 1�i� DATE CHECKED DATE PROJECTl-- i I Gl/---- 4- it--t -� �- - --. __�_.. r wg - 3 ' I I I � / --41771 I � I i ' ' 1 t TACOMA,WASHINGTON (206)272-3099 PAGE 0F ' JUSTUS FISHER ENGINEERS, I C. JOB # JFICIVIL STRUCTURAL PLANNING1 OES|GNEO DATE Z-/2 71�5 � --------�� CHECKED DATE PROJECT T-I —tt 'oo/ oxv TACOK4A.VVASH|NGTON C208;272'3098 PAGE OF_----_- JUSTUS FISHER ENGINEERS, INC. JOB # JF111 DESIGNED !_ �'� DATE �✓ ��T.�`� CIVIL STRUCTURAL • PLANNING CHECKED DATE PROJECT I I � i • ------------------------------- !I TIMBER-BERt1---------0------a BERM : PURLIhI L f t 121 0cl0 B ire 1 0 0 D in 5 . 500 P 7 . 5 6 7- E k i 1 , 700 . 000 1 ! I LOADS ( kip.- feet ) I . cl60 W - X( ft ) Vx(k) MxCFf Yx( in) 0 . 00 3150 0 . 000 0 . 000 2 . 00 . 240 . 600 - . 401 4 . 00 . 120 _ 6 . 00 0 . 000 1 . 080 - . r 92 � 8 . 00 — . 1 20 `_C.cl — . 688 10 . 00 - . 240 . 600 - . 401 12 . 00 - . 360 0 . 000 0 . 000 -�— __. X( ft ) Fv(Fsi ) FEiIF•_•1 ; 0 . 00 65 . 5 0 . 0 � I 2 . 00 43 . 6 952 . 1 _ I 4 . 00 21 . 6 I I I 6 . 00 0 . 0 1 , 713 . 7 10 . 00 -4? . 6 952 . 1 12 . 00 -65 . 5 0 . 0 -------------------------------- ' I _ I _ i o i , I I TACOMA,WASHINGTON (206)272-3099 PAGE OF ' ' JUSTUS FISHER ENGINEERS, I C. JOB # CIVIL 9 STRUCTURAL PLANNINGI DESIGNED v� DATE^--------' CHECKED DATE PROJECT -------------------------------- -------------------------------- BEAM : ROOF BERM B in 11 . 250 LORDS < kip, fec-0 TACOyWA.VVASH|NGTON (206)272'3099 PAGE_-u�----OF-----_- J �i JUSTUS FISHER ENGINEERS, INC. JOB # ■ CIVIL • STRUCTURAL • PLANNING DESIGNED DATE z/ o -7-Sf CHECKED DATE PROJECT i I r-- ---- i - v i3 i I -- - -- - 7-� - ___� ! I r. _ -------------------------------- -------------------------------- TIMBER BERM : 0------0 TIMBER BERM : 0------0 -------------------------------- -------------------------------- BEAM : GIFT .--eO 0xK- 't BEAM : GIP•.T L. ft 12 . 000 L. ft 12 . 000 B i n 5 . 500 B i n 7 . 250 D i n 1 . 500 D in 1 . SEi0 R i n',2 8 . 250 R i rj-2 10 . 875 3 in-3 ? . 06.; - .in-7% � 719 I in-4 1 . 5471 I in-4- E,?9 E k=-i 1 , 700 • E+►-��' E k_i 1 , 700 . 000 LOADS ( kip, feet ) LOADS* e r•::iF, feet i 1 . 031 w 1 . 031 w `,:( tt : '.!x( E:) Mx.( kf in X(: 40 Vx:( k',, Mx( kf ) Y'x:; ir-li 0 . 00 . 186 0 . 000 0 . 000+ 0 . 00 . 186 0 . 000 0 . 000 2 . 00 . 124 . 310 -2 . 724 2 . 00 . 124 . 310 -2 . 112 4 . 00 . 062 . 496 -4 . 780 4 . 00 . 0622 . 496 -3 . 62E. 6 . 00 0 . 000 . 558 -5 . 500 6 . 00 0 . 000 . 558 -4 . 172 8 . 00 - . 062 . 496 -4 . 780 8 . 00 - . 062 . 496 -3 . 62E. 10 . 00 - . 124 . 310 -2 . 784 10 . 00 - . 124 . 710 -2 . 112 12 . 00 - . 186 0 . 000 000 12 . 00 - _ 186 0 . 000 0 . 000 X( it ) Fv(psi ) Fb(psi ) X( 4 t i Fk:(psi ) Fb(psi ) 0 . 00 . 8 0 . 0 0 . 00 2_5 . 7 0 . 0 2 . 00 22 . 5 1 , 803 . 6 2 . 00 17 . 1 1 , 36:3 . 3 4 . 00 11 . 3 21. 885 . 8 4 . 00 8 . 6 2, 189 . 6 . 00 0 . 0 , 246 . 5-- 6 . 00 0 . 0 2, 462 . 9 <-- '5k 7' 11"61f 0 . 00 -11 . 3 2, 885 . 6' 8 . 00 -8 . 6 2, 189 . 2 10 . 00 -^2 . 5 1 , 803 . 6 10 . 00 -17 . 1 1 , 368 . 3 12 . 00 -33 . 8 0 .0 12 . 00 -25 . 7 0 .0 if------------------------------ -------------------------------- I. TACOMA,WASHINGTON (206)272-3099 PAGE �� OF JFIJUSTUS FISHER ENGINEERS, INC. JOB # CIVIL CIVIL * STRUCTURAL * DESIGNED �� DATE ZO yc7 CHECKED DATE PROJECT I 17/ I ` - .r•yl I � � — �/ ---�)�S_�-3Z,�' (� ��Z pacFs� = /��f p: � _ ✓3 � 1�J 3 sy 17123 rt - 5 } j f TACOMA,WASHINGTON (206)272-3099 PAGE �� OF JUSTUS FISHER ENGINEERS, INC. JOB # J CIVIL • STRUCTURAL • PLANNING DESIGNED DATE 2/ CHECKED DATE PROJECT I I I I I r _ -- i 6 )C/<7 ' 3 _ f .p 7 ._.._,. .- .. • i 7z i i I _ b s_ I i i I i D x 12 / - i TACOMA,WASHINGTON (206)272-3099 PAGE-12- OF J JUSTUS FISHER ENGINEERS,INC. JOB # CIVIL • STRUCTURAL • PLANNING l, DESIGNED DATE -F e�T�Pi CHECKED DATE PROJECT ---- -------------------------------- -------------------------------- TIMBER BERM 0------ ; TIMBER BERM 0------ -------------------------------- -------------------------------- BERM : END POST BEAM : CORNER POST L f t 19 . 000 L f t 16 . 000 B in 5 . 500 B in 5 . 500 D in 9 . 500 D in 5 . 500 A in-2 52 . 250 R in-2 30 . 250 S in-3 82 . 729 S in-3 27 . 729 i i n •4 ^a2 96 4 I in-4 76 . 255 E ks i E ks i 11600 . 000 LORDS ( kiP, feet ) LORDS ( kiP, feet. ) 1 . 1551 W 1 . 073 W x( it ) Vx( k) Mx( kf ) Yx( in) X( ft ) Vx( k) Mx( 4ff ) Yx( in) 0 . 00 1 . 104 0 . 000 0 . 000 0 . 00 . 46E 0 . 000 0 . 000 1 . 90 . 810 1 . 819 - . 112 1 . 60 . 343 . 649 - . 147 3 . 80 . 515 3 . 07 - . 207 3 . 20 . 218 1 . 098 - . 270 5 . 70 . 221 3 . 777 - . 272 4 . 80 . 094 1 . 7 ?- 55 7 . 60 - . 074 3 . 917 - . 300 6 .40 - . 031 1 . 398 - .391 9 . 50 - . 368 3 . 497 - . 289 8 . 00 - . 156 1 . 248 - . 377 11 . 40 - . 663 2 . 513 - . 244 9 . 60 - . 261 . 899 - . 319 13 . 30 - . 957 . 979 - . 175 11 . 20 - . 406 . 349 - . 228 15 . 20 -1 . 252 -1 . 119 - . 09G 12 . 80 - . 530 - . 399 - . 12"5 17 . 10 -1 . 546 -3 . 777 - . 029 14 . 40 - . 655 -1 . 348 - . 038 19 . 00 -1 . 841 -6 . 994 0 . 000 16 . 00 - . 780 -2 . 496 0 . 000 X( ft ) Fv(psi ) Fb(psi ) X( ft ) Fv(psi ) Fb(psi ) 0 . 00 31 . 7 0 . 0 0 . 00 23 . 2 0 . 0 1 . 90 23 . 3 263 . 3 1 . 60 17 . 0 280 . 8 3 . 80 14 . 8 446 . 4 3 . 20 10 . 8 475 .3 5 . 70 6 . 3 547 . 9 4 . 80 4 . 6 583 . 3 7 . 60 -2 . 1 568 . 1 6 . 40 -1 . 5 604 . 9 9 . 50 -10 . 6 507 . 3 8 . 00 -7 . 7 540 . 1 11 .40 -19 . 0 365 .2 9 . 60 -13 . 9 368 .9 13 . 30 -27 . 5 142 . 0 11 . 20 -20 . 1 151 . 2 15 . 20 -35 . 9 -162 .3 12 . 80 -26 . 3 -172 .8 17 . 10 -44 . 4 -547 . 9 14 . 40 -32 . 5 -583 . 3 19 . 00 -52 . 8 -1 , 014 . 5 16 . 00 -38 . 7 -1 , 080 .2 -------------------------------- -------------------------------- TACOMA,WASHINGTON p (206)272-3099 PAGE OF JF11JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED �v� DATE CHECKED DATE PROJECT I t II I` ITS N s� T Tn y 6, 5 ', I I G � 3 ,cam 7" 7 z 44 .I . II t TACOMA,WASHINGTON (206)272-3099 PAGE OF J JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED y DATE CHECKED DATE PROJECT I � I I j , I 11 - 1 i l ' J i t L. I -I f I TACOMA,WASHINGTON (206)272-3099 PAGE s OF J JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE oc-7� CHECKED DATE PROJECT /do�� 1e f--2 I I Z 4-e5l, ;5-717j r I is Z � y I ! I I i _ i � TACOMA,WASHINGTON (206)272-3099 PAGE OF I JF JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE CHECKED DATE PROJECT I 1 _ -------------------------------- -------------------------------- TIMBER BERM : 0------0 TIMBER BERM : 0------0 -------------------------------- -------------------------------- BEAM : JOIST BERM : JOIST L ft 10 . 000 L ft 12 . 000 B in 1 . 500 B in 1 . 500 0 in 11 . 250 0 in 11 . 250 A in','2 16 . E:75 A in- 16 . 875 S i n-3 31 . 641 'S in-3 31 . 641 i in-4 177 . 97-9 I in-4 177 . 979 E ksi 1 , 700 . 000 E k.si 11700 . 000 LOADS ( kip, ieet ) LORDS ( kiF , feet ) 1 . 180 W 1 . 180 W X( ft ) Vx( k) M::r( kf ) Yx( in) X( ft ) Vx( k) Mx( kf ) Yx( in) 0 . 00 . 900 0 . 000 0 . 000 0 . 00 1 . 080 c4 . 000 0 . 000 1 . 67 . 600 1 . 250 - . 068 2 . 00 . 720 1 . 800 - . 140 3 . 33 . 300 2 . 000 - . 116 4 . 00 . 360 2 . 880+ - . 241 5 . 00 0 . 000 G . 250 - . 134 6 . 00 0 . 000 5 . 240 - . 278 6 . 67 - . 300 2 . 000 - . 116 8 . 00 - .360 2 . 880 - . 241 8 . 33 - . 600 1 . 250 - . 068 10 . 00 - . 720 1 . c8-00 - . 140 10 . 00 - . 900 0 . 000 0 . 000 12 . 00 -1 .080 0 . 000 0 . 000 X( ft ) Fv(psi ) Fb(Fsi ) X( ft ) F;r(Psi ) Fb(Psi ) 0 . 00 80 . 0 0 . 0 0 . 00 96 . 0 ►l . 0 1 . 67 53 . 3 474 . 1 2 . 00 64 . 0 662 . 7 3 . 33 26 . 7 758 .5 4 . 00 32 . 0 1 , 092 . 3 5 . 00 0 . 0 853 . 3 6 . 00 0 . 0 1 , 228 . 8 6 .67 -26 . 7 758 .5 8 . 00 -32 . 0 1 , 092 .3 8 . 33 -53 . 3 474 . 1 10 . 00 -64 . 0 682 . 7 10 . 00 -80 . 0 0 . 0 12 . 00 -96 . 0 0 .0 -------------------------------- 7------------------------------- t I TACOMA,WASHINGTON (206)272-3099 PAGE OF JUSTUS FISHER ENGINEERS, INC. JOB # J ■ IL STRUCTURAL PLANNING DESIGNED �'� DATE CIV CHECKED DATE PROJECT .C�i�di�(/l I -------------------------------- ------------------ ------ TIMBER BERM : 0------0 TIMBER BERM : 0------0 -------------------------------- - -------------------------------- BERM : JOIST BERM : JOIST L ft 8 . 000 L ft 10 . 000 B in B in 1 . 500 D in 11 . 250 D in 1 1 . 2_0 R in-2 16 . 875 R in-2 16 . 87C S in-3 31 . 641 = in-3 31 . 641 1 in-4 171 . 979 I in-4 177 . 979 E k=i 1 , 700 . 000 E ks i 1 , 700 . 000 LORDS ( kie, feet ) LORDS ( kiP, feet ) 1 . 270 W 1 . 270 W X( ft ) Vx( k:) Mx( kf ) Yx( in) X( ft ) 'u'x( k) Mx:( kf .:) Yx( in) 0 . 00 1 . 080 0 . 000 0 . 000 0 . 00 1 . 350 0 . 000 0 . 000 1 . 33 . 720 1 . 200 - . 042 1 . 67 . 900 1 . 075 - . 102 2 . 67 . 360 1 . 920 - . 071 3 . 33 . 450 3 . 000 - . 175 4 . 00 0 . 000 2 . 160 - . 082 5 . 00 0 . 000 3 . 375 - _ 201 5 . 33 - . 360 1 . 920 - . 071 6 . 67 - . 450 3 . 000 - . 175 6 . 67 - . 720 1 . 200 - . 042 8 . 33 - . 900 1 . 875 - . 102 6 . 00 -1 . 080 0 . 000 0 . 000 10 . 00 -1 . 350 0 . 000 - . 000 X( ft ) Fv(psi ) Fb(Psi ) X( ft ) Fv(psi ) Fb(psi ) 0 . 00 96 . 0 0 . 0 0 . 00 120 . 0 0 . 0 1 . 33 64 . 0 455 . 1 1 . 67 80 . 0 711 . 1 2 . 67 32 . 0 728 .2 3 . 33 40 . 0 1 , 137 .8 4 . 00 0 . 0 819 . 2 5 . 00 0 . 0 1 , 280 . 0 5 . 33 -32 . 0 728 .2 6 . 67 -40 . 0 1 , 137 .8 6 . 67 -64 . 0 455 . 1 8 . 33 -80 . 0 711 . 1 8 . 00 -96 . 0 0 .0 10 . 00 -120 . 0 0 .0 -------------------------------- -------------------------------- - r TACOMA,WASHINGTON (206)272-3099 PAGE �� OF I J JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL PLANNING DESIGNED DATE Z� vcT�fi CHECKED DATE PROJECT 4,--- , : r..- TITI I -------------------------------- -------------------------------- TIMBER BERM 0------0 TIMBER BERM : 0------0 -------------------------------- -------------------------------- BERM : FLR BERM BERM : FLR. BERM L it 9 . 500 L it 9 . 500 B in 5 . 500 OI B in 5 . 125 D in 17 . 500 D in 12 . 000- i I R in-2 96 . 250 ' R i n-2 G1 . 500 C s in-3 280 . 729 S in-3 123 . 000 SxCF in-3 269 . 204 I in-4 73t . 000 I in-4 2, 456 . 380 M � E ksi 1 , 800 . 00L� E ksi 11600 . 000 II � LORDS ( k.ifi, feet ) =LORDS ( f•:ip, feet ) 1 1 . 515 W M '\ X( ft ) Vx( k) Mx( kf ) Yx( in) x( ft ) Vx( k) Mx( kf ) Yx( in) qJ \ � 0 . 00 7 . 196 0 . 000 0 . 000 0 . 00 7 . 196 0 . 000 0 . 000 1 . 58 4 . 798 9 . 495 1 . 58 4 . 798 9 . 495 - . 036 3 . 17 2 . 399 15 . 192 - . 182 a 3 . 17 2 . 399 15 . 192 - . 061 4 . 75 0 . 000 17 . 091 - . 209 4 . 75 0 . 000 17 . 091 - . 071 6 . 33 -2 . 399 15 . 192 - . 182 6 . 33 -2 . 399 15 . 192 - . 061 M 7 . 92 -4 . 798 9 . 495 - . 106 7 . 92 -4 . 793 9 . 495 - . 036 9 . 50 -7 . 196 0 . 000 . 000 u 9 . 50 -7 . 196 0 . 000 0 . 000 II 11 x t ) Fv(psi ) Fb(Psi ) }:( ft ) Fv(Fsi ) Fb(Psi ) ( f C 0 . 00 175 . 5 0 . 0 Qj 0 . 00 112 . 1 0 _ 0 � 1 . 58 117 . 0 926 . 3 1 . 58 74 . 8 423 . 3 3 . 17 58 . 5 1 , 482 .2 3 . 17 37 . 4 677 .2 4 . 75 0 . 0 1 , 667 . 4 4 . 75 0 . 0 761 . 9 6 . 33 -58 . 5 1 , 462 .2 6 . 33 -37 . 4 677 . c 7 . 92 -117 . 0 926 . 3 7 . 92 -74 . 8 423 . 3 9 . 50 -175 . 5 0 . 0 9 . 50 -112 . 1 0 . 0 -------------------------------- -------------------------------- TACOMA,WASHINGTON (206)272-3099 PAGE 17 OF J JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE Zy oe:2T,5F,>G CHECKED DATE PROJECT I i �. I I-- r- ---} I x6- �G I I I \\ x i-- I /3v T I ' , I i p {_ I _ I + i . ; � i I I � i i � TACOMA,WASHINGTON (206)272-3099 PAGE Zo OF r� J JUSTUS FISHER ENGINEERS, INC. JOB # CIVIL • STRUCTURAL • PLANNING DESIGNED DATE CHECKED DATE PROJECTvG- I I ; ; I�-_ ys !y I� I i , I - i I I r � S I I I I i f I I I i I ; , Y 1 � I t � I I TACOMA,WASHINGTON (206)272-3099 PAGE Z OF